Ohio SHRP Test Road-Instrumentation

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General Information
Solicitation Number: 152
Former Study Number:
Status: End Solicitation Phase
Date Posted: Jul 01, 2002
Last Updated: Nov 15, 2002
Solicitation Expires:
Partners: IADOT, MN, NY, VT
Lead Organization: Not Available
Financial Summary
Suggested Contribution:
Commitment Start Year:
Commitment End Year:
100% SP&R Approval: Not Requested
Commitments Required:
Commitments Received:
Estimated Duration Month:
Waiver Requested: No
Contact Information
FHWA Technical Liaison(s): Bill Kenis
Organization Year Commitments Technical Contact Name Funding Contact Name Contact Number Email Address
Iowa Department of Transportation 1994 $0.00
Minnesota Department of Transportation 1994 $0.00
New York State Department of Transportation 1994 $0.00
Vermont Agency of Transportation 1994 $0.00

Objectives

To include sensors to monitor: 1) Environmental conditions (e.g. temperature, moisture, frost depth and soil suction); 2) Environmental response (e.g. strain, deflection, pressure, joint opening, curling, and warping), and 3) Dynamic load response (e.g. strain, deflection, and pressure).

Comments

COMPLETED IN 1998.

No document attached.

Ohio SHRP Test Road-Instrumentation

General Information
Solicitation Number: 152
Status: End Solicitation Phase
Date Posted: Jul 01, 2002
Last Updated: Nov 15, 2002
Solicitation Expires:
Partners: IADOT, MN, NY, VT
Lead Organization: Not Available
Financial Summary
Suggested Contribution:
Commitment Start Year:
Commitment End Year:
100% SP&R Approval: Not Requested
Commitments Required:
Commitments Received:
Contact Information
FHWA Technical Liaison(s): Bill Kenis
Commitments by Organizations
Agency Year Commitments Technical Contact Name Funding Contact Name Contact Number Email Address
Iowa Department of Transportation 1994 $0.00
Minnesota Department of Transportation 1994 $0.00
New York State Department of Transportation 1994 $0.00
Vermont Agency of Transportation 1994 $0.00

Objectives

To include sensors to monitor: 1) Environmental conditions (e.g. temperature, moisture, frost depth and soil suction); 2) Environmental response (e.g. strain, deflection, pressure, joint opening, curling, and warping), and 3) Dynamic load response (e.g. strain, deflection, and pressure).

Comments

COMPLETED IN 1998.

No document attached.

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